The present paper investigates the influence of several variables on the fatigue behaviour of cracks at therashold. Variables considered are crack size, mean stress, crack closure and type of loading. Several fracture mechanics models are developed to simulate the effects of such parameters on the fatigue therashold. The accuracy of these models were tested using wide range of experimental data. The present work plays an important rule in design against long life fatigue of structural components.
El-Haddad, M., & Abdel - Raouf, H. (1984). FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD. The International Conference on Applied Mechanics and Mechanical Engineering, 2(1st Conference on Applied Mechanical Engineering.), 213-223. doi: 10.21608/amme.1984.49669
MLA
M. H. El-Haddad; H. Abdel - Raouf. "FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD". The International Conference on Applied Mechanics and Mechanical Engineering, 2, 1st Conference on Applied Mechanical Engineering., 1984, 213-223. doi: 10.21608/amme.1984.49669
HARVARD
El-Haddad, M., Abdel - Raouf, H. (1984). 'FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD', The International Conference on Applied Mechanics and Mechanical Engineering, 2(1st Conference on Applied Mechanical Engineering.), pp. 213-223. doi: 10.21608/amme.1984.49669
VANCOUVER
El-Haddad, M., Abdel - Raouf, H. FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD. The International Conference on Applied Mechanics and Mechanical Engineering, 1984; 2(1st Conference on Applied Mechanical Engineering.): 213-223. doi: 10.21608/amme.1984.49669
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